block 8905, lots 7 & 8 r-b zoneavenue cover ......board engineer board secretary board...
TRANSCRIPT
2
0
0
f
t
.
WASHINGTON
2
0
0
f
t
.
WASHINGTON AVENUE
B-G COMMERCIAL / RESIDENTIAL MIXED
I-B (INDUSTRIAL) ZONE
R-B (TWO-FAMILY
RESIDENTIAL) ZONE
R-B ZONE
DIV
IS
IO
N
AV
EN
UE
TA
PP
AN
AV
EN
UE
2
0
0
f
t
.
WASHINGTON
Rutherford, NJ 07070
(201)636-2478
CO
VE
R S
HE
ET
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
PO Box 280
Sheet #:
1 of 6
NJDCA Authorization #: 28215
Scale: NTS
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
PRELIMINARY AND FINAL SITE PLAN
PREPARED FOR:
450 - 452 WASHINGTON ASSOCIATES, LP
PROPOSED RESIDENTIAL/COMMERCIAL DEVELOPMENT
450 - 452 WASHINGTON AVENUE (NJSH ROUTE 7)
BLOCK 8905, LOTS 7 & 8
TOWNSHIP OF BELLEVILLE, ESSEX COUNTY, NEW JERSEY
TAX MAP ZONE MAP AERIAL
Board Engineer
Board Secretary
Board Chairperson
1" = 100' 1" = 100'
Applicant/Owner
450-452 Washington Associates, LP
452 Washington Avenue
Belleville, NJ 07109
General Partner - Ray Torella
N N N
Updated A
rchitectural P
lans
1/7/20
0.0' FRONT/SIDE YARD SETBACK
19.3'
63.7'
8.0'
8.0' 9.0'
18.0'
20.0'
FULL-HEIGHT CONCRETE CURB
CONCRETE SIDEWALK
DEPRESSED CURB
REINFORCED CONCRETE APRON
ASPHALT PAVED DRIVEWAY
ASPHALT PAVED PARKING AREA
CONCRETE WALL
W/ GUIDE RAIL
EX WALL TO BE EXTENDED / REPLACED
SUBJECT TO STRUCTURAL DESIGN
24.0'
9.0'
18.0'
STOP
3.2'
WALL-MOUNTED ADA PARKING SIGN
0.0' FRONT/SIDE YARD SETBACK
RETAIL -
1,085 S.F.
RESIDENTIAL -
COMMON AREA
RETAIL -
1,815 S.F.
Rutherford, NJ 07070
(201)636-2478
PO Box 280
Sheet #:
2 of 6
NJDCA Authorization #: 28215
Scale: 1" = 10'
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
0 10 30 60
1" = 10'
This site plan has been prepared based on a survey by Steven R. Lupo, P.L.S. of Richlan, Lupo & Associates, Inc. dated
December 4, 2018
SIT
E P
LA
N
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
Requirement
Max. Density
Min. Lot Area (s.f.)
Min. Lot Width (ft.)
Min. Lot Depth (ft.)
Parking Requirement - §23-6.1
14 Dwelling Units * Min 1.0 spaces / Unit = 14 parking spaces
2,900 s.f. Commercial Space * 1 space / 800 s.f. (after the first 500 s.f.) = 3 parking spaces
450-452 Washington Avenue, Township of Belleville, Essex County, New Jersey
Commercial / Residential Mixed Use ("B-G") Zone
Ordinance
§23-3
17 parking spaces required
Standard
-
-
-
-
Proposed
53.2 dwelling units/acre
11,463.75 s.f.
91.71 ft.
125.00 ft.
Land Use §23-7.18a17 Various (incl. Mixed Commercial/Residential) Mixed Commercial/Residential
§23-3
§23-3
§23-3
Status
-
-
-
-
Complies
General Notes
1. All existing structures on the subject property are to be removed, except where noted.
2. Any work done within the New Jersey Department of Transportation ("NJDOT") Right-of-Way shall be done in accordance with NJDOT construction and permit requirements. This includes, but is
not limited to, utility connections and curb/sidewalk/roadway restoration. Any work performed in this area is subject to NJDOT review and approval.
3. All proposed traffic signs and markings shall conform to the Manual on Uniform Traffic Control Devices.
4. The applicant is responsible to obtain all outside agency approvals for the proposed development, including, but not limited to, New Jersey Department of Transportation, New Jersey Department
of Environmental Protection, Essex County Planning Board, Hudson-Essex-Passaic County Soil Conservation District, Utility Authorities/Companies, and Municipal Police and Fire Departments. it
is the applicant's responsibility to determine which outside agency approvals are required.
5. The contractor is responsible for all requirements outlined in the New Jersey State Uniform Construction and International Building Code, latest edition, as well as in local codes and ordinances.
6. All structural, electrical, and mechanical work shall comply with the governing codes as administered by the local building officials and shall be considered as part of the construction documents.
7. Any changes to, or deviation from these drawings shall not be made without written consent from the Engineer.
8. The contractor shall check and verify all dimensions, notes and conditions at the site before any construction work is started. the contractor shall notify the Engineer of any discrepancies or
conflicts between these drawings and field conditions. The discovery of discrepancies after the beginning of work will be evidence of faulty work and shall be the full responsibility of the Contractor
to correct.
9. These drawings are the property of the Engineer and shall not be used without his written consent. Drawings shall not be used for issuing of a building permit unless signed and sealed by the
Engineer.
10. All construction work shall be performed in compliance with applicable safety codes, including, but not limited to those promulgated by the United States Department of Labor's Occupational Safety
and Health Administration and the New Jersey Department of Labor.
11. Contractor is required to construct handicapped ramps and sidewalks to comply with current Americans with Disabilities Act standards.
12. Debris shall not be buried on site and shall be disposed of in a manner which complies with applicable regulations.
13. Existing utility valves, utility poles, traffic signal equipment, fire hydrants, traffic signage/striping and other similar elements which are located in the public right-of-way shall be left undisturbed.
14. Any deviations from the plans shall be at the contractor's own risk.
15. The contractor is responsible for maintenance and protection of traffic during any construction which extends into the public right-of-way and shall coordinate with municipal/county/state police as
necessary.
16. The contractor shall obtain all necessary approvals and documentation for the import/export of soil and construction materials and provides copies of same to the property owner.
17. The finished grade at the limit of construction shall meet the existing grade at that location.
18. All existing utility connections are to be removed and capped in accordance with applicable standards.
19. The contractor shall verify the location and size of existing utility services during construction.
20. A percolation/permeability test shall be performed in the vicinity of the proposed stormwater infiltration structure to verify the functionality of the proposed system. The Municipal Inspector shall be
notified 48 hours in advance of this testing so that they may be present.
21. The applicant shall obtain the necessary easement or other agreement to facilitate any construction which encroaches onto adjoining properties or rights-of-way.
22. All walls to remain are to be inspected by a Structural Engineer, prior to the start of demolition/construction on the site.
23. Structural calculations for all walls over four feet in height are to be provided to the Board Engineer for review and approval prior to construction.
Legends
Application Control No.
1. Site plan of 450-452 Washington Associates, LP
Block 8905, Lots 7 & 8, Zone B-G
Date 5/3/19, Scale 1" = 10' (unless otherwise indicated)
Applicant - 450-452 Washington Associates, LP
452 Washington Avenue, Belleville, NJ 07109
Site Plan Control No. - (TBD)
2. I consent to the filing of this site plan with the Planning Board of the Township of Belleville
_________________________________________________________________
(Owner) (Date)
3. I hereby certify that a bond has been posted for all the required improvements in
compliance with all applicable codes and ordinances.
_________________________________________________________________
(Township Clerk) (Date)
4. Verification that payment of Municipal taxes or assessments is current.
_________________________________________________________________
(Township Clerk) (Date)
5. Approved by the Planning Board (Preliminary/Final)
_________________________________________________________________
(Chairperson) (Date)
_________________________________________________________________
(Secretary) (Date)
6. Expiration of Approval (Preliminary - 3 years, Final 2 years)
______________________________________________
Date (without Extensions)
Min. Front Yard Setback (ft.)
Min. Rear Yard Setback (ft.)
Min. Side Yard Setback (ft.)
0 ft.
15 ft.
0 ft.
0 ft.
63.7 ft.
0 ft.
§23-3
§23-3
§23-3
Complies
Complies
Complies
Max. Side Yard Setback (ft.)
Max. Building Coverage (%)
Max. Lot Coverage (%)
10 ft.
-
100%
0 ft.
5,617 s.f. / 11,463.75 s.f. = 49.0%
100%
§23-3
§23-3
§23-3
Complies
-
Complies
Max. Building Height (ft.)
Max. Building Height (stories)
80 ft.
6 stories
48 ft.
4 stories
§23-3
§23-3
Complies
Complies
Min. Ground Floor Commercial Space (%)
Min. Ground Floor Floor-to-Ceiling Height (ft.)
25%
14 ft.
2,700 s.f. / 5,617.24 s.f. = 51.6%
14 ft.
§23-7.8e1(a)
§23-7.8e1(b)
Complies
Complies
Min. Washington Avenue Facade Glazing (%)
Max. Glazing - Spandrel/Tinted (%)
75%
10%
76.2%
12.5%
§23-7.8e1(c)
§23-7.8e1(d)
Complies
Variance
Retail Entrance Location
Min. Residential Floor Floor-to-Ceiling Height (ft.)
At Street Level
9 ft.
At Street Level
9 ft.
§23-7.8e1(e)
§23-7.8e1(g)
Complies
Complies
Bedroom Distribution - Max. 2-BR Units (%)
Min. Unit Size (s.f.)
25%
550 s.f.
3 2-BR Units / 14 Units = 21.4%
760 s.f.
§23-7.8e1(h)
§23-7.8e1(i)
Complies
Complies
Min. Indoor Amenity Space (s.f.)
Min. Improved Shared Outdoor Terrace Space (s.f.)
10 s.f. / Unit * 14 Units = 140 s.f.
12 s.f. / Unit * 14 Units = 168 s.f.
346 s.f.
321 s.f.
§23-7.8g1
§23-7.8g1
Complies
Complies
Max. Curb Cut Width (ft.) 20 ft. 20 ft.§23-7.8h4 Complies
Min. Affordable Housing (%)
Front Yard Parking
10% of 14 Units = 1.4 Units (round to 1)
None Permitted
1 Unit (See Zoning Note 1)
None Proposed
§23-7.8i
§23-7.8j(1)
Complies
Complies
Min. Parking Dimensions - Commercial (ft.) 9 ft. by 19 ft. 9 ft. by 18 ft.§23-6.21 Variance
Min. Parking Setback (ft.) 5 ft. 0.5 ft.§23-6-23 Variance
Min. Parking Dimensions - Residential (ft.) 9 ft. by 18 ft. 9 ft. by 18 ft.RSIS Complies
Loading Requirement - §23-6.19
Commercial - 1 loading space per 10,000 s.f., min. 1 loading space for bulidings of 2,000 s.f. or greater = 1 loading space required
17 parking spaces provided (Complies)
0 loading space provided (Variance)
Updated A
rchitectural P
lans
1/7/20
Zoning Notes
1. With the approval of the Planning Board, the Applicant can provide an in-lieu payment of $25,000 for each required affordable housing unit.
RSIS requires 1.8 parking space / 1 BR Unit (1.8 * 11 = 19.8 parking spaces) and 2.0 parking spaces / 2 BR Unit (2.0 * 3 = 6.0 parking spaces) for a total requirement of 26 parking
spaces. A de minimis exception is required from RSIS standards.
6
8
6
8
68.0
68.0
68.0
67.0
68.8
67.6
6
7
6
6
TW 68.4
BW (N) 67.9
BW (S) 59.7
TW 66.0
BW (N) 65.5
BW (S) 58.7
TW 66.0
BW (W) 65.6
BW (E) 60.5
TW 66.7
BW (W) 66.2
BW (E) 60.8
67.6
TC 67.0
BC 66.5
6
7
6
6
TC 66.0
BC 65.5
GR 65.4
INV. OUT 63.4
GR 66.8
INV. IN (SE)63.2
INV OUT (SW) 65.0
SA
NIT
AR
Y S
EW
ER
- 6" P
VC
@
2.0
%
WA
TE
R - 2" S
TE
EL
D
OM
.
GA
S (S
IZ
E T
BD
)
WA
TE
R - 4" S
TE
EL
F
IR
E S
UP
.
EL
EC
TR
IC
S
ER
VIC
E
Rutherford, NJ 07070
(201)636-2478
PO Box 280
Sheet #:
3 of 6
NJDCA Authorization #: 28215
Scale: 1" = 10'
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
0 10 30 60
1" = 10'
GR
AD
IN
G D
RA
IN
AG
E
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
AN
D U
TILIT
IE
S
A
B
A
B
FRAME AND GRATE
4'0"
8"
3"
SECTION A-A SECTION B-B
1'10"
VA
RIE
S
11"
4'6"
2'4
"
A
A
B
B
3"
5"
3"
3/4"
4'
4'6"
INLET TYPE A
1-1/4"
1'1
0"
1'1
1-1
/2
"
SECTION A-A
SECTION B-B
2-1/4"
A
A
B
B
CC
SECTION A-A SECTION B-B
SECTION C-C
BICYCLE SAFE GRATE
1-1/2"
3/4"
1"
1-3/8"
3-7/8"
4-3/8"
1-1/4"
1" 1"
5/8"
2-3/8"4-3/8"
2-1/2"
NOTES
1. SEEPAGE IT TO BE INSPECTED ANNUALLY BY PROPERTY OWNER.
DEBRIS/SEDIMENT TO BE CLEANED AS NEEDED.
2. SEEPAGE PIT RATED FOR HS-20 LOADING.
3. SEEPAGE PIT IS ONE-PIECE UNIT.
4. CAPACITY OF SEEPAGE PIT IS 84 CUBIC FEET.
5. SOIL ASSUMPTIONS TO BE FIELD VERIFIED PRIOR TO INSTALLATION OF
SEEPAGE PIT.
6. REFER TO GRADING PLAN FOR DIMENSIONS OF STONE BEDDING.
10"
3'
30"
12" min.
12" min.
6'6"
FINISH GRADE
PROP. HEAVY DUTY GRATE
FILTER FABRIC MATERIAL ON SIDES
AND BOTTOM OF STONE BEDDING
SIDE PERFORATION
CLEAN CRUSHED STONE
SEEPAGE PIT W/STONE BEDDING
Updated A
rchitectural P
lans
1/7/20
WALL-MOUNTED LIGHT (TYP.) - 2
CEILING-MOUNTED LIGHT (TYP.) - 6
POLE-MOUNTED LIGHT (TYP.) - 2
MISCANTHUS SINENSIS 'YAKUSHIMA' (TYP.) - 7
TAXUS X MEDIA 'DENSIFORMIS' (TYP.) - 5
SYRINGIA RETICULATA 'IVORY SILK' - 1
TOPSOIL AND SEED
Rutherford, NJ 07070
(201)636-2478
PO Box 280
Sheet #:
4 of 6
NJDCA Authorization #: 28215
Scale: 1" = 10'
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
0 10 30 60
1" = 10'
LA
ND
SC
AP
IN
G
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
LIG
HT
IN
G A
ND
WALL / POLE MOUNTED LIGHT
1. CEILING-MOUNTED FIXTURES TO BE INSTALLED 11 FEET ABOVE GRADE.
2. POLE-MOUNTED FIXTURES TO BE INSTALLED 14 FEET ABOVE GRADE.
3. WALL-MOUNTED FIXTURES TO BE INSTALLED 12 FEET ABOVE GRADE.
4. FINISH OF LIGHT HOUSING PER ARCHITECTURAL PLAN.
5. INSTALLATION TO COMPLY WITH MANUFACTURER'S SPECIFICATIONS.
TOP VIEWSIDE VIEW
TILLED OR BROKEN UP
SOIL MIN 12" DEEP
2" SETTLED LAYER OF MULCH
WIDE NYLON WEBBING
ROOT CROWN AT
FINISH GRADE,
OR 1-2" ABOVE GRADE
2"x2" WOOD STAKE AT
OR BELOW GRADE
2X WIDTH OF
ROOTBALL
FINISH GRADE
1/3
T
RE
E
HE
IG
HT
TREE PLANTING
2" SETTLED
LAYER OF MULCH
TILLED OR BROKEN
UP SOIL MIN 12" DEEP
FINISH GRADE
ROOT CROWN TO BE
AT FINISH GRADE OR
1-2" ABOVE GRADE
2X WIDTH OF
ROOTBALL
SHRUB PLANTING
PLANT SCHEDULE
PLANTING SIZEQTY.
2' - 3' HT. 2
TAXUS X MEDIA 'DENSIFORMIS'
LANDSCAPE SPECIFICATIONS AND PLANTING NOTES
1. The landscape contractor will verify with the landscape architect that he is working from the most
current plan and or the latest revision thereof, prior to ordering plants and beginning work.
2. Protect all existing vegetation to remain from damage during construction.
3. Use extreme caution to protect utilities.
4. All plant material shall be nursery grown unless otherwise noted.
5. The contractor shall familiarize himself with the location of mechanical equipment and utilities
existing or proposed in the area to be planted and where necessary relocate plants at the
direction of the architect.
6. Quantities given in the plant list are for reference only. The contractor shall be responsible for
furnishing all materials required to complete the plans.
7. The contractor shall verify all grades, dimensions and existing conditions and report any
discrepancies to the architect.
8. Locations of new plants shall be staked by the contractor and approved by the architect prior to
proceeding with work.
9. Backfill for plantings shall be three parts topsoil, one part sand and one part peat moss.
10. All beds and tree saucers shall receive 2-3 inches minimum of shredded hardwood mulch, dark in
color. Mulch shall be maintained at 2-3 inches clear from all tree trunks and shrub canes.
11. Contractor shall guarantee all plant material for one year from the time of the landscape
architect's final written approval.
12. Earth backfill shall be free from rubbish, debris, sod, roots or artificial material.
13. Contractor is responsible for watering until installation is complete.
14. Plant sizes noted on the plant schedule are subject to availability.
15. Irrigation shall be provided for all plantings.
16. Applicant shall provide/use tree watering bags until trees are established.
17. Plants shall not be installed under the building overhang.
DENSE SPREADING YEW/
2 GAL.2
MISCANTHUS SINENSIS 'YAKUSHIMA'
DWARF MAIDENGRASS/
MATURE SIZE
4' TALL / WIDE
3' TALL / WIDE
PLANTING NOTES
B&B
LIGHTING SCHEDULE
MOUNTING HEIGHTQTY.
14'2
12'2
POLE-MOUNTED LIGHT
WALL-MOUNTED LIGHT
11' TYP. (SEE ARCH. )6CEILING-MOUNTED
B
C
A
FIXTUREKEY ARRANGEMENT
SINGLE
SINGLE
SINGLE
DESCRIPTION
107L-16L-530-NW-51-4, WALL MT. 12 FT.
G3-5-16L-400-NW-G2, CEILING MT. 11 FT. (TYP)
MANUFACTURER
PHILIPS GARDCO
PHILIPS GARDCO
107L-16L-530-NW-51-4, WALL MT. 12 FT. PHILIPS GARDCO
Updated A
rchitectural P
lans
1/7/20
2" CAL.1
SYRINGIA RETICULATA 'IVORY SILK'
JAPANESE TREE LILAC/ 20' TALL/
15' WIDE
B&B
SILT FENCE
AREA OF DISTURBANCE - 12,780.94 S.F.
20.0'
30.0'
INLET FILTER (TYP.)
SOIL STOCKPILE
Rutherford, NJ 07070
(201)636-2478
PO Box 280
Sheet #:
5 of 6
NJDCA Authorization #: 28215
Scale: 1" = 10'
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
0 10 30 60
1" = 10'
SE
DIM
EN
T C
ON
TR
OL
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
SO
IL E
RO
SIO
N A
ND
TABLE LENGTHS OF CONSTRUCTION EXITS
PERCENT SLOPE
OF ROADWAY
100 ft
50 ft.
COARSE GRAINED SOILS
>5%
2 TO 5%
0 TO 2%
ON SLOPING ROADBEDS
LENGTH OF STONE REQUIRED
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE
FINE GRAINED SOILS
200 ft
100 ft
RIGHT OF WAY
PLAN VIEW
EXISTING
GROUND
24
' M
IN
.
RIGHT
OF WAY
PUBLIC
PROFILE
FILTER FABRIC
ASTM C-33, SIZE No. 2
EXIST. GROUND
6"MIN.
TABLE BELOW PUBLIC
LENGTH ACCORDING TO
OR No. 3
LENGTH ACCORDING TO
TABLE BELOW
STABILIZED CONSTRUCTION ENTRANCE
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE
AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
4. SEDIMENT SHOULD NOT BE STOCKPILED IN ANY REGULARED AREAS OF THE SITE. REFER TO SEDIMENT
CONTROL NOTES.
6"
2' MIN.
F
LO
W
F
LO
W
F
LO
W
PONDING HEIGHT
GRAVEL
RUNOFF
8"
12" MIN.
9" MAX.
(RECOMMENDED)
STORAGE HT.
ALTERNATE DETAIL
TRENCH WITH GRAVEL
GEOTEXTILE FABRIC
3'-0" WIDE
2"x2" FENCE POST
3'-0" WIDE
FENCE POST
PONDING HEIGHT
EMBEDDED FABRIC
1'-0" (MIN.) OF
WITH COMPACTED
6"x6" TRENCH
BACKFILL
RUNOFF
2'
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
WIRE SUPPORT FENCE
8 FT MAX SPACING WITH
WIRE SUPPORT FENCE
GEOTEXTILE FABRIC
6 FT MAX SPACING WITHOUT
SILT FENCE
BACKFILL AFTER INSTALLATION OF
INLET FILTER
PLACE ASTM C-33 SIZE NO. 2
OR 3,
1 1/2" TO 2" CLEAN STONE
OVER FILTER FABRIC AND
SUPPORT.
2" X 4" CCA SOUTHERN YELLOW
PINE, 6' LONG. PLACE ON END AND
SECURE WITH 12 GA GALVANIZED
WIRE AT BOTH ENDS THROUGH
INLET GRATE.
SECURE FILTER FABRIC TO FRAME AND GRATE BY
ONE OF THE FOLLOWING METHODS:
A) WIRE SUPPORT - MOULD 6" x 6", 5/5 GA. 49 #/ 100
SQ. FT. WELDED WIRE SUPPORT, OR
B) 1" MESH, #12 WIRE (CHICKEN WIRE MESH).
EXTEND 6" MIN. AT SIDES WITH GEOTEXTILE FILTER
FABRIC.
NOTES:
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM.
2. CONTRACTOR TO REMOVE FABRIC AND MESH JUST PRIOR TO PAVING.
3. IF BOTTOM OF ROADWAY BOX IS BELOW TOP OF GRATE, CONSTRUCT
OPENING IN INLET WALL TO ALLOW WATER TO FLOW IN. COVER
OPENINGS WITH WELDED WIRE SUPPORT AND FILTER FABRIC.
4. FILTERS SHALL SAFELY PASS FLOWS GREATER THAN THE 1 YEAR, 24
HOUR STORM EVENT.
SILT SACK
1" REBAR FOR BAG
REMOVAL FROM INLET
DUMP STRAPS
EXPASION RESTRAINT
(1/4" NYLON ROPE
2" FLAT WASHERS)
2 EA.
DUMP STRAPS
6" MIN.
TYPE 2 - GEOTEXTILE AND WIRE SUPPORT
TYPE 1 - SILT SACK
DUMP STRAPS
R
INLET FILTER
NOTES:
1. STONE SIZE:- USE ASTM C-33, SIZE No. 2 (2-1/2 TO 1-1/2 in.) OR 3 (2 TO 1 in.) USE
CLEAN CURSHED ANGULAR STONE. CRUSHED CONCRETE OD SIMILAR SIZE MAY BE
SUBSTITUTED BUT WILL REQUIRE MORE FREQUENT UPGRADING AND
MAINTENANCE.
2. THICKNESS:- NOT LESS THAN SIX (6) INCHES.
3. WIDTH:- NOT LESS THAN FULL WIDTH OF POINTS OF INGRESS OR EGRESS.
4. LENGTH:- 50 FEET MINIMUM WHERE SOILS ARE COARSE GRAINED (SANDS OR
GRAVEL) OR 100 FEET MINIMUM WHERE SOILS ARE FINE GRAINED (CLAYS OR
SILTS), EXCEPT WHERE THE TRAVELED LENGTH IS LESS THAN 50 OR 100 FEET
RESPECTIVELY. THESE LENGTHS MAY BE INCREASED WHERE FIELD CONDITIONS
DICTATE.
5. STORMWATER FROM UP-SLOPE AREAS SHALL BE DIVERTED AWAY FROM THE
STABILIZED PAD.
6. WHERE DIVERSION IS NOT POSSIBLE, THE LENGTH OF THE STABILIZED PAD SHALL
BE AS SHOWN IN THE TABLE.
7. WHERE THE SLOPE OF THE ACCESS ROAD EXCEEDS 5%, A STABILIZED BASE
COURSE OF FINE AGGREGATE BITUMINOUS CONCRETE (FABC) SHALL BE
INSTALLED.
8. THE TYPE AND THICKNESS OF THE FABC AND USE OF A DENSE GRADED
AGGREGATE SUB-BASE SHALL BE AS PRESCRIBED BY LOCAL MUNICIPAL
ORDINANCE OR OTHER GOVERNING AUTHORITY.
9. AT POORLY DRAINED LOCATIONS, SUBSURFACE DRAINAGE GRAVEL FILTER OR
GEOTEXTILE SHALL BE INSTALLED BEFORE INSTALLING THE STABILIZED
CONSTRUCTION ENTRANCE.
10. INDIVIDUAL LOT ENTRANCE AND EGRESS:- AFTER INTERIOR ROADWAYS ARE
PAVED, INDIVIDUAL LOT INGRESS/EGRESS POINTS MAY REQUIRE A STABILIZED
CONSTRUCTION ENTRANCE CONSISTING OF NO. 3 STONE (1" TO 2") TO PREVENT
OR MINIMIZE TRACKING OF SEDIMENTS. WIDTH OF THE STONE INGRESS/EGRESS
SHALL BE EQUAL TO LOT ENTRANCE WIDTH AND SHALL BE A MINIMUM OF THE TEN
FEET IN LENGTH. IF SPACE IS LIMITED, VEHICLE TIRES MAY BE WASHED CLEAN
WATER BEFORE ENTERING A PAVED AREA. A WASH STATION MUST BE LOCATED
SUCH THAT WASH WATER WILL NOT ONTO PAVED ROADWAYS OR INTO
UNPROTECTED STORM DRAINAGE SYSTEMS.
11. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO ROADWAYS. THIS MAY REQUIRE
PERIODIC DRESSING WITH ADDITIONAL STONE OR ADDITIONAL LENGTH AS
CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT IF ANY MEASURE USED TO
TRAP SEDIMENT.
12. ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO ROADWAYS
(PUBLIC OR PRIVATE) OR OTHER IMPERVIOUS SURFACES MUST BE REMOVED
IMMEDIATLY.
13. WHERE ACCUMULATION OF DUST/SEDIMENT IS INADEQUATELY CLEANED OR
REMOVED BY CONVENTIONAL METHODS, A POWER BROOM OR STREET SWEEPER
WILL BE REQUIRED TO CLEAN PAVED OR IMPERVIOUS SURFACES.
14. ALL OTHER ACCESS POINTS WHICH ARE NOT STABILIZED SHALL BE BLOCKED OFF.
TABLE LENGTHS OF CONSTRUCTION EXITS
PERCENT SLOPE
OF ROADWAY
100 ft
50 ft.
COARSE GRAINED SOILS
>5%
2 TO 5%
0 TO 2%
ON SLOPING ROADBEDS
LENGTH OF STONE REQUIRED
ENTIRE SURFACE STABILIZED WITH FABC BASE COURSE
FINE GRAINED SOILS
200 ft
100 ft
RIGHT OF WAY
PLAN VIEW
EXISTING
GROUND
24
' M
IN
.
RIGHT
OF WAY
PUBLIC
PROFILE
FILTER FABRIC
ASTM C-33, SIZE No. 2
EXIST. GROUND
6"MIN.
TABLE BELOW PUBLIC
LENGTH ACCORDING TO
OR No. 3
LENGTH ACCORDING TO
TABLE BELOW
STABILIZED CONSTRUCTION ENTRANCE
NOTES:
1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABILE.
2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H.
3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE
SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THEN
STABILIZED WITH VEGETATION OR COVERED.
MIN. SLOPE
1
2
MIN. SLOPE
STABILIZE ENTIRE PILE
WITH VEGETATION OR COVER
STRAWBALES OR SILTFENCE
SLOPE OR LESS
SOIL STOCKPILE
DUST CONTROL NOTES
1. DUST FROM THE SOIL STOCKPILING TO BE CONTROLLED TO PREVENT
BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES, TO
PREVENT ON SITE AND OFF SITE DRAINAGE AND HEALTH HAZARDS, AND TO
IMPROVE TRAFFIC SAFETY.
2. CONTRACTOR SHALL CONTROL DUST THROUGH THE USE OF MULCHES,
VEGETATIVE COVER, OR SPRAY ADHESIVES IN ACCORDANCE WITH THE
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
TEMPORARY STABILIZATION NOTES
1. TEMPORARY VEGETATIVE COVER SHALL BE ESTABLISHED ON ALL SOILS
EXPOSED FOR PERIODS OF TWO TO SIX MONTHS WHICH ARE NOT BEING
GRADED, NOT UNDER ACTIVE CONSTRUCTION, OR NOT SCHEDULED FOR
PERMANENT SEEDING WITHIN 60 DAYS OF INITIAL DISTURBANCE.
2. VEGETATIVE STABILIZATION GRASSES, SEEDING RATES, OPTIMUM SEEDING
DATES AND DEPTHS SHALL BE IN ACCORDANCE WITH TABLE 7-2 OF THE
STANDARDS FOR SOIL EROSION AND SEDIMENT CONTROL IN NEW JERSEY.
NOTE:
1. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY.
2. REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE
AND CAN BE PERMANENTLY STABILIZED.
3. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY.
4. SEDIMENT SHOULD NOT BE STOCKPILED IN ANY REGULARED AREAS OF THE SITE. REFER TO SEDIMENT
CONTROL NOTES.
6"
2' MIN.
F
LO
W
F
LO
W
F
LO
W
PONDING HEIGHT
GRAVEL
RUNOFF
8"
12" MIN.
9" MAX.
(RECOMMENDED)
STORAGE HT.
ALTERNATE DETAIL
TRENCH WITH GRAVEL
GEOTEXTILE FABRIC
3'-0" WIDE
2"x2" FENCE POST
3'-0" WIDE
FENCE POST
PONDING HEIGHT
EMBEDDED FABRIC
1'-0" (MIN.) OF
WITH COMPACTED
6"x6" TRENCH
BACKFILL
RUNOFF
2'
STANDARD DETAIL
TRENCH WITH NATIVE BACKFILL
WIRE SUPPORT FENCE
8 FT MAX SPACING WITH
WIRE SUPPORT FENCE
GEOTEXTILE FABRIC
6 FT MAX SPACING WITHOUT
SILT FENCE
BACKFILL AFTER INSTALLATION OF
INLET FILTER
PLACE ASTM C-33 SIZE NO. 2
OR 3,
1 1/2" TO 2" CLEAN STONE
OVER FILTER FABRIC AND
SUPPORT.
2" X 4" CCA SOUTHERN YELLOW
PINE, 6' LONG. PLACE ON END AND
SECURE WITH 12 GA GALVANIZED
WIRE AT BOTH ENDS THROUGH
INLET GRATE.
SECURE FILTER FABRIC TO FRAME AND GRATE BY
ONE OF THE FOLLOWING METHODS:
A) WIRE SUPPORT - MOULD 6" x 6", 5/5 GA. 49 #/ 100
SQ. FT. WELDED WIRE SUPPORT, OR
B) 1" MESH, #12 WIRE (CHICKEN WIRE MESH).
EXTEND 6" MIN. AT SIDES WITH GEOTEXTILE FILTER
FABRIC.
NOTES:
1. CONTRACTOR IS TO CLEAN INLET FILTER AFTER EVERY STORM.
2. CONTRACTOR TO REMOVE FABRIC AND MESH JUST PRIOR TO PAVING.
3. IF BOTTOM OF ROADWAY BOX IS BELOW TOP OF GRATE, CONSTRUCT
OPENING IN INLET WALL TO ALLOW WATER TO FLOW IN. COVER
OPENINGS WITH WELDED WIRE SUPPORT AND FILTER FABRIC.
4. FILTERS SHALL SAFELY PASS FLOWS GREATER THAN THE 1 YEAR, 24
HOUR STORM EVENT.
SILT SACK
1" REBAR FOR BAG
REMOVAL FROM INLET
DUMP STRAPS
EXPASION RESTRAINT
(1/4" NYLON ROPE
2" FLAT WASHERS)
2 EA.
DUMP STRAPS
6" MIN.
TYPE 2 - GEOTEXTILE AND WIRE SUPPORT
TYPE 1 - SILT SACK
DUMP STRAPS
R
INLET FILTER
Construction Sequence
1. Install construction entrance and other erosion
control measures including silt fencing - 1 week
2. Clear & demo Site, rough grading - 1 week
3. Excavate for building foundation - 1 week
4. Construct building - 12 to 16 weeks
5. Install site improvements including concrete curb,
underground pipe/utilities, drainage structures
(including inlet filters) - 2 weeks
6. Final grading. Uniformly install topsoil to an
average depth of 5", min. of 4", firmed in place - 1
week
7. Install paving, concrete and plantings - 1 week
8. Remove all erosion control structures
SOIL EROSION AND SEDIMENT CONTROL NOTES
1. All soil erosion and sediment control practices on this plan will be constructedin accordance with the “New Jersey Standards for Soil Erosion and SedimentControl” 7th Edition last revised July 2017, effective December 2017. Thesemeasures will be installed prior to any major soil disturbance or in their proper sequenceand maintained until permanent protection is established.2. Soil to be exposed or stockpiled for a period of greater than 14 days, and notunder active construction, may be required to be temporarily mulched, and seeded orotherwise provided with vegetative cover as per Appendix A3. This temporary covershall be maintained until such time whereby permanent restabilization is established.3. Seeding Dates: The following seeding dates are recommended to best establishpermanent vegetative cover within most locations in theHEPSCD: Spring - 3/1-5/15 and Fall – 8/15 – 10/14. Sediment fences are to be properly trenched and maintained until permanentvegetative cover is established5. All storm drainage inlets shall be protected by one of the practices accepted inthe Standards, and protection shall remain until permanent stabilization has beenestablished. Storm drainage outlet points shall be protected as required before theybecome functional.6. Mulch materials shall be un-rotted small grain straw applied at the rate of 70 to90 pounds per 1,000 square feet and anchored with a mulch anchoring tool, liquidmulch binders, or netting tie down. Other suitable materials may be used if approved bythe Soil Conservation District.7. All erosion control devices shall be periodically inspected, maintained andcorrected by the contractor. Any damage incurred by erosion shall be rectifiedimmediately.8. The Hudson-Essex-Passaic Soil Conservation District will be notified in writingat least 48 hours prior to any soil disturbing activities. Fax - (862) 333-4507 ORemail – [email protected]. The applicant must obtain a District issued Report-of-Compliance prior toapplying for the Certificate of Occupancy or Temporary Certificate of Occupancyfrom the respective municipality, NJ - DCA or any other controlling agency.Contact the District at 862-333-4505 to request a Final Inspection, giving advancednotice upon completion of the restabilization measures. A performance deposit may beposted with the District when winter weather or snow cover prohibits the properapplication of seed, mulch, fertilizer or hydro-seed.10. Paved roadways must be kept clean at all times. Do not utilize a fire or gardenhose to clean roads unless the runoff is directed to a properly designed and functioningsediment basin. Water pumped out of the excavated areas contains sediments that mustbe removed prior to discharging to receiving bodies of water using removable pumpingstations, sump pits, portable sedimentation tanks and/or silt control bags.11. All surfaces having lawn or landscaping as final cover are to be providedtopsoil prior to re-seeding, sodding or planting. A depth of 5.0 inches, firmed in place, isrequired, as per the Standards for Topsoiling and Land Grading, effective December2017.12. All plan revisions must be submitted to the District for proper review andapproval.13. A crushed stone wheel cleaning tracking-pad is to be installed at all site exitsusing 2 ½ -1” crushed angular stone (ASTM 2 or 3) to a minimum length of 50 feet andminimum depth of 6”. All driveways must be provided with crushed stone until pavingis complete.14. Steep slopes incurring disturbance may require additional stabilizationmeasures. These “special” measures shall be designed by the applicant’s engineer andbe approved by the Soil Conservation District.15. The Hudson-Essex-Passaic Soil Conservation District shall be notified, inwriting, for the sale of any portion of the project or for the sale of individuallots. New owners’ information shall be provided. Additional measures deemednecessary by District officials shall be implemented as conditions warrant.
Updated A
rchitectural P
lans
1/7/20
Rutherford, NJ 07070
(201)636-2478
PO Box 280
Sheet #:
6 of 6
NJDCA Authorization #: 28215
Scale: 1" = 10'
Date: 05/31/19
Project #: N/A
William P. Stimmel, P.E.
NJ License # 45161
S
E
ESTIMMEL NGINEERING
Designed by: WPS
Drawn by: WPS
Checked by: WPS
Revisions
Rev #
Description
Date
54321
DE
TA
ILS
45
0 - 4
52
W
ash
in
gto
n A
ve
nu
e (N
JS
H R
ou
te
7
)
Tow
nship of B
elleville
Blo
ck 8
90
5, L
ots 7
&
8
(S
he
et 8
9)
Essex C
ounty
New
Jersey
Pre
pa
re
d fo
r 4
50
-4
52
W
ash
in
gto
n A
sso
cia
te
s, L
P
ADA PARKING
R7-8
VAN ACCESSIBLE
PLACARD
R7-8P
STOP SIGN
R1-1
COMPACTED SUBGRADE
4 FT. (TYP)
REFER TO SITE PLAN
4" THICK CONCRETE, 4000 PSI, AIR ENTRAINED
FINISHED GRADE TO BE FLUSH WITH SIDEWALK
1/2" DEPTH TYPICAL CONSTRUCTION JOINTS
4 FT.
NOTES
1. REFER TO SITE PLAN FOR WIDTH OF SIDEWALK.
2. MAX. CROSS SLOPE 1/4" PER FOOT, MIN. CROSS SLOPE 1/8" PER FOOT.
3. PROVIDE 1/2" BITUMINOUS EXPANSION JOINT AT 12' INTERVALS, TO BE RECESSED 1/4" TO 1/2"
FROM SIDEWALK SURFACE.
4. ADA REGULATIONS SHALL SUPERCEDE WHERE APPLICABLE.
4" THICK CONCRETE, 4000 PSI, AIR ENTRAINED
CONCRETE SIDEWALK
4,500 PSI CONCRETE AT 28 DAYS CURING
FINISH GRADE (LANDSCAPE AREA OR SIDEWALK)
1/2" PRE-FORMED EXPANSION JOINT FILLER (IF CONCRETE SIDEWALK)
6" CURB FACE OR 2" CURB FACE AT DEPRESSED
CURB & DRIVEWAY (SEE NOTE 3)
POURED JOINT SEALER (HOT RUBBER ASPHALT)
4" SUBBASE TYPE DENSE GRADED AGGREGATE (QUARRY PROCESSED STONE)
NOTES
1. TRANSVERSE JOINTS 1/2" WIDE SHALL BE INSTALLED IN THE CURB 20'
APART AND SHALL BE FILLED WITH CELLULAR COMPRESSION MATERIAL
AS SPECIFIED, RECESSED 1/4'" IN FROM FRONT FACE AND TOP OF CURB.
2" BITUMINOUS CONCRETE BASE COURSE, HMA MIX I-220"
2" BITUMINOUS CONCRETE SURFACE COURSE, HMA MIX I-5
1/2" RADIUS
8"
1-1/4" RADIUS
9"
1/2" PRE-FORMED EXPANSION JOINT FILLER
SITE CURB AND PAVEMENT
1/2" PRE-FORMED EXPANSION JOINT FILLER, BITUMINOUS
TYPE, TO BE INSTALLED BETWEEN CURB AND CONCRETE
PAVEMENT OR CONCRETE BASE COURSE
CONCRETE CLASS B
1-1/4" RADIUS
DEPTH OF JOINT FILLER STRIP EQUAL TO
THE THICKNESS OF THE PAVEMENT LESS 1/2"
18"
8"
9"
THIS FACE MAY BE CONSTRUCTED ON SAME BATTER
AS UPPER FACE WHEN CURB IS CONSTRUCTED
ADJACENT TO HMA PAVEMENT
CONCRETE VERTICAL CURB - NJDOT
6"
1/2" RADIUS
PAVEMENT SURFACE
JOINT SEALER - 1" WIDTH X 1/2" DEPTH
1. FACE-FORM CURB CONSTRUCTION METHOD SHALL BE USED WITHIN
NJDOT RIGHT-OF-WAY.
DENSE GRADED AGGREGATE BASE COURSE - 6" LAYER
HOT MIX ASPHALT (HMA) SURFACE COURSE - 2" LAYER 12.5M64
HMA INTERMEDIATE COURSE - 3" LAYER 19M64
NJDOT ROADWAY PAVEMENT SECTION
COMPACTED SUB-BASE MIXTURE - 6" LAYER
HMA BASE COURSE - 5" LAYER 25M64
STANDARD SANITARY CLEANOUT
1" CLEAR AROUND PVC
CAMPBELL FOUNDRY CASTING
#4150 OR APPROVED EQUAL
3"
CAP MARKED "SEWER"
FINISHED GRADE
CONCRETE GRADE COLLAR SHALL BE
CLASS 'B' CONCRETE 5-7%
AIR ENTRAINED (TYP.)
6"
6"
11"
4" SDR 35 PVC
3/4" CLEAN CRUSHED STONE
4" X 45 DEG. BEND
4" X 4" SDR 35 PVC WYE
NOTE:
1. MAXIMUM DISTANCE BETWEEN CLEANOUTS IS 50'-0".
2. INSTALL C.O. AS INDICATED ON PLAN.
SUBGRADE COMPACTED TO 95%
MODIFIED PROCTOR
CROSS-SECTION AT SERVICE CONNECTION
SEE PLAN FOR PIPE SIZE
STANDARD COUPLING
45°
EXISTING SEWER MAIN
SEALTIGHT PIPE SADDLE OR EQUAL
CORE DRILLING MACHINE ONLY
CONCRETE ENCASEMENT
WET TAP (TYP.)
NTS
FINAL GRADE
WATER SERVICE
TAPPING VALVE
TAPPING SLEEVE
EXISTING WATER MAIN
FLAT ROCK OR CONCRETE
WATER VALVE (TYP.)
NTS
9-1/2"
4' min.
EXISTING GRADE
CLASS B CONCRETE BASE
MIN. 6' DEPTH
BACKFILL WITH DGA
COMPACTED IN 6" LIFTS
3/4" BROKEN STONE
6" DEPTH MIN.
WATER SERVICE
ASPHALT REPAIR
UNDISTURBED EARTH
1. BOX MUST BE PLUMB AND CENTERED OVER VALVE
2. BOX MUST NOT BEAR ON VALVE TUBE, PIPE OR STOP
3. INTERMEDIATE BOX SECTIONS MAY BE REQUIRED ON DEEP VALVE SETTINGS
4. BOXES SHALL BE OF TYPE SPECIFIED BY UTILITY AUTHORITY
PIPE TRENCH (TYP.)
PAVEMENT SECTION TO MATCH ADJOINING
BACKFILL WITH SUITABLE EXCAVATED MATERIAL
OR SELECT FILL IF DIRECTED BY ENGINEER. MATERIAL
TO BE COMPACTED IN 6" OR 12" LIFTS AS DIRECTED.
3/4" CLEAN CRUSHED STONE BEDDING (TYP.)
REFER TO PLAN FOR PIPE SIZE/MATERIAL.
3' + PIPE DIAMETER
6"
Updated A
rchitectural P
lans
1/7/20
FIRST FLOOREL. 68'-0"
SECOND FLOOREL. 84'-4"
14'-0
"9'-0
"9'-0
"9'-0
"
THIRD FLOOREL. 94'-10"
FOURTH FLOOREL. 105'-4"
ROOFEL. 115'-10"
2'-4
"1'-6
"1'-6
"1'-6
"
54'-8
"
1'-8"x14'-7" (24.3 SF) SIGNAGE ON SPANDREL 1'-8"x14'-10" (24.7 SF) SIGNAGE ON SPANDREL
FIRST FLOOR FACADE INFORMATIONELEMENT AREA (SF) MIN % GLAZING OF FACADE MAX % SPANDREL OF GLAZINGFACADE 1,283 (SF) REQUIRED PROPOSED REQUIRED PROPOSEDGLAZING 978 (SF) 75% 76.23%SPANDREL 80.9 (SF) 10% 8.2%
1'-8"x19'-2" (31.9 SF) SPANDREL
10'-2
"1'-8
"
BOTTOMSIGNAGE
TOPSIGNAGE
SURFACE MNT'DLIGHTING
MASONRY PILASTER
GLASS & ALUMINUMSTOREFRONT
FOUNDATION
FOOTING
SIAMESECONNECTION
GLASS & ALUMINUMCOMMERCIAL ENTRY
NOX BOX
SIMULATED WOODMETAL PANEL
METAL SPANDRELSIGNAGE
METAL PANEL
CASEMENT WINDOW
P-TAC UNITINTEGRATED INWINDOW MOLDINGFIBER-CEMENT FASCIAFIBER-CEMENT SIDING
FIBER-CEMENT CASING
FIBER-CEMENT PANELS
METAL PANEL
3'-0
"
2,583 SQ.FT.5,340 SQ.FT.5,340 SQ.FT.4,520 SQ.FT.
FIRST FLOOR:SECOND FLOOR:THIRD FLOOR:FOURTH FLOOR:TOTAL APARTMENTS:
(2) COMMERCIAL TENANTS(5) APARTMENTS (4) 1-BEDROOM (1) 2-BEDROOM(5) APARTMENTS (4) 1-BEDROOM (1) 2-BEDROOM(4) APARTMENTS (3) 1-BEDROOM (1) 2-BEDROOM(14) APARTMENTS (11) 1- BEDROOM (3) 2-BEDROOM
TENANT INFORMATION
267 SQ.FT.346 SQ.FT.321 SQ.FT.934 SQ.FT.
FIRST FLOOR:FOURTH FLOOR:
TOTAL AREA:
FITNESS ROOMINDOOR PARTY ROOM w/ KITCHENETTEEXTERIOR ROOF DECK w/ BARBEQUE & FIRE PIT
SHARED AMENITIES INFORMATION
EXISTING MIXED USE BUILDING ON ADJACENT PROPERTYEXISTING APARTMENT BUILDING ON ADJACENT PROPERTY PROPOSED MIXED USE BUILDINGOF
ROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
FRONT ELEVATION
AS NOTED
10.7.19
RSF
R.CIRM
2018.052
A-1
1 9
1A-1
PROPOSED WEST (FRONT) ELEVATIONSCALE: 1/4" = 1'-0"
2A-1
PROPOSED WEST (FRONT) STREET ELEVATIONSCALE: 1/16" = 1'-0"
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
FIRST FLOOREL. 68'-0"
SECOND FLOOREL. 84'-4"
THIRD FLOOREL. 94'-10"
FOURTH FLOOREL. 105'-4"
ROOFEL. 115'-10"
SURFACE MNT'DLIGHTING
MASONRY PILASTER
FOUNDATION
FOOTING
MASONRY BASEBLOCK
BRICK FACADE
SIMULATEDWOOD METALPANEL
CASEMENT WINDOW
P-TAC UNITINTEGRATED INWINDOW MOLDINGFIBER-CEMENT FASCIAFIBER-CEMENT SIDING
FIBER-CEMENT CASING
FIBER-CEMENT PANELS
METAL PANEL
GLASS RAILING
GLASS & ALUMINUMSTOREFRONT
GLASS & ALUMINUMENTRY DOOR
OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
REAR ELEVATION
AS NOTED
10.7.19
RSF
R.CIRM
2018.052
A-2
2 9
1A-2
PROPOSED EAST (REAR) ELEVATIONSCALE: 1/4" = 1'-0"
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
FIRST FLOOREL. 68'-0"
SECOND FLOOREL. 84'-4"
THIRD FLOOREL. 94'-10"
FOURTH FLOOREL. 105'-4"
ROOFEL. 115'-10"
MASONRY BASEBLOCK
BRICK FACADE
SIMULATEDWOOD METALPANEL
FIBER-CEMENT SIDINGFIBER-CEMENT FASCIA
FRONTREAR
OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
RIGHT SIDE ELEVATION
AS NOTED
10.7.19
RSF
R.CIRM
2018.052
A-3
3 9
1A-3
PROPOSED TYPICAL SIDE ELEVATIONSCALE: 1/4" = 1'-0"
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
91'-8"
59'-0
"
38'-10"21'-6" 25'-5" 5'-11"
2'-9
"
3'-5
"
UN-EXCAVATED UN-EXCAVATED UN-EXCAVATED
N OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-4
FOOTING/ FOUNDATION FLOOR PLAN SCALE: 1/4" = 1'-0"
CELLAR PLAN
1/4"=1'-0"
10.7.19
RSF
R.CIRM
2018.052
A-4
4 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
COMMERCIAL 11,328 SQ.FT.
COMMERCIAL 21,055 SQ.FT.
1'-4"37'-6"5'-8"19'-6"2'-0"
91'-8"
38'-10"21'-6"
ELEVATORLOBBY100-4
STAIRWELL 1100-2
STAIRWELL 2100-3
PUBLICCORRIDOR
100-1
SECURELOBBY100-6
9'-4"9'-4"
10'-0" 9'-9"
25'-5" 5'-11"
2-WAY INGRESS/EGRESS DRIVEWAY
4'-10"
RES
IDEN
TIAL
BO
XES
SPRINKLERROOM100-6
59'-0
"3'-0
"
WATERMETER ROOM
100-7
FITNESSROOM100-5
ELECTRICALMETER ROOM
100-7
REFUSEROOM100-7
TOILET101-2
BUSINESS/RETAIL101-1
BUSINESS/RETAIL102-1
TOILET102-2
ELEVATORELEVATOR
MACHINE RM.100-4
UP
UP
SLAB ON GRADESLAB ON GRADESLAB ON GRADE
2'-2
"
1'-7
"
15'-4
"
1'-0
"
5'-0
"5'-6
"5'-6
"
2'-0" 19'-6" 26'-10" 15'-8" 27'-8"
6'-0
"
19'-8"
13'-7
" 267 SQ.FT
12'-2"
3'-5
"
N
LINE OF ROOF ABOVE
CONCRETE SIDEWALK
OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-5
FIRST (GROUND) FLOOR PLAN SCALE: 1/4" = 1'-0"
FIRST (GROUND) FLOOR PLAN
1/4"=1'-0"
10.7.19
RSF
R.CIRM
2018.052
A-5
5 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
APARTMENT 2012 BEDROOM
1,177 SQ.FT.
APARTMENT 2021 BEDROOM760 SQ.FT.
KITCHEN201-1
DINING201-2
LIVING201-3
BATHROOM201-8
UTILITY201-9
CORRIDOR201-4
COATS201-5 WALK-IN
CLOSET201-7
BEDROOM201-6
MASTERBEDROOM201-10
MASTERBATHROOM
201-12
WALK-INCLOSET201-11
APARTMENT 2031 BEDROOM760 SQ.FT.
APARTMENT 2041 BEDROOM760 SQ.FT.
WALK-INCLOSET204-7
CORRIDOR204-4
COATS204-5
KITCHEN203-1
DINING204-2
LIVING204-3
BATHROOM204-8
BEDROOM204-6
UTILITY204-9
KITCHEN205-1
DINING205-2
LIVING205-3
BATHROOM205-8
UTILITY205-9
CORRIDOR205-4
COATS205-5WALK-IN
CLOSET205-7
BEDROOM205-6
APARTMENT 2051 BEDROOM760 SQ.FT.
PUBLICCORRIDOR
200-1
ELEVATORLOBBY200-5
ELEVATOR200-4
STAIRWELL 1200-2
29'-2
"29'-2
"
60'-4
"
26'-0"
27'-2" 19'-4" 45'-2"
43'-10"
91'-8"
29'-2
"29'-2
"
60'-4
"5'-0" 5'-1 1/2"
5'-0
"
KITCHEN202-1
DINING202-2
LIVING202-3
UTILITY202-9
CORRIDOR202-4 WALK-IN
CLOSET202-7
BEDROOM202-6
BATHROOM202-8
CLOSET203-7
CORRIDOR203-4
COATS203-5
KITCHEN203-1
DINING203-2
LIVING203-3
BATHROOM203-8
BEDROOM203-6
UTILITY203-9
W/D
TUB/SHOWER
W.C.
W.C.
LAVATORY
LAVATORY
MICRORANGE
REFER/FRZ'R
SINK
W/D
MICRORANGE
REFER/FRZ'R
SINK
W/D
TUB/SHOWER
W.C.
W.C.
LAVATORY
LAVATORY
MICRORANGE
REFER/FRZ'R
SINK
W/D
MICRORANGE
REFER/FRZ'R
SINK
TUB/SHOWER TUB/SHOWER
MICRORANGE
SINK
REFER/FRZ'R
LAVATORYW.C.
TUB/SHOWER
W/D
26'-8"
27'-8" 9'-0" 27'-8"
26'-0"
91'-8"
26'-0"
14'-2"13'-2"
1'-8
"
UP
DN
SPRINKLERCHASE
UP DN
STAIRWELL 2200-3
1'-6
"
2'-2
"
1'-1
1"
N
ROOF BELOW
OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-6
SECOND FLOOR PLAN SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
1/4"=1'-0"
10.7.19
RSF
R.CIRM
2018.052
A-6
6 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
STAIRWELL 1200-2
MASTERBATHROOM
301-12
PUBLICCORRIDOR
300-1
ELEVATORLOBBY300-5
ELEVATOR300-4
STAIRWELL 1300-2
29'-2
"29'-2
"
60'-4
"
26'-0"
27'-2" 19'-4" 45'-2"
43'-10"
91'-8"
29'-2
"29'-2
"
60'-4
"
26'-8"
27'-8" 9'-0" 27'-8"
26'-0"
91'-8"
26'-0"
5'-0" 5'-1 1/2"
5'-0
"
APARTMENT 3012 BEDROOM
1,177 SQ.FT.
APARTMENT 3021 BEDROOM760 SQ.FT.
KITCHEN301-1
DINING301-2
LIVING301-3
BATHROOM301-8
CORRIDOR301-4
COATS301-5 WALK-IN
CLOSET301-7
BEDROOM301-6
MASTERBEDROOM301-10
WALK-INCLOSET301-11
APARTMENT 3031 BEDROOM760 SQ.FT.
APARTMENT 3041 BEDROOM760 SQ.FT.
WALK-INCLOSET304-7
CORRIDOR304-4
COATS304-5
KITCHEN303-1
DINING304-2
LIVING304-3
BATHROOM304-8
BEDROOM304-6
KITCHEN305-1
DINING305-2
LIVING305-3
BATHROOM305-8
UTILITY305-9
CORRIDOR305-4
COATS305-5WALK-IN
CLOSET305-7
BEDROOM305-6
APARTMENT 3051 BEDROOM760 SQ.FT.
KITCHEN302-1
DINING302-2
LIVING302-3
UTILITY302-9
CORRIDOR302-4 WALK-IN
CLOSET302-7
BEDROOM302-6
BATHROOM302-8
CLOSET303-7
CORRIDOR303-4
COATS303-5
KITCHEN303-1
DINING303-2
LIVING303-3
BATHROOM303-8
BEDROOM303-6
UTILITY303-9
W/D
TUB/SHOWER
W.C.
W.C.
LAVATORY
LAVATORY
MICRORANGE
REFER/FRZ'R
SINK
W/D
MICRORANGE
REFER/FRZ'R
SINK
W/D
TUB/SHOWER
W.C.
W.C.
LAVATORY
LAVATORY
MICRORANGE
REFER/FRZ'R
SINK
W/D
MICRORANGE
REFER/FRZ'R
SINK
TUB/SHOWER TUB/SHOWER
MICRORANGE
SINK
REFER/FRZ'R
LAVATORYW.C.
TUB/SHOWER
W/D
SHOWER
LAVATORY W.C.
UTILITY304-9
14'-2"13'-2"
UP
DN
SPRINKLERCHASE
UP DN
STAIRWELL 2300-3
1'-6
"
2'-2
"
1'-1
1"
NOF
ROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-7
THIRD FLOOR PLAN SCALE: 1/4" = 1'-0"
THIRD FLOOR PLAN
1/4"=1'-0"
10.7.19
RSF
R.CIRM
2018.052
A-7
7 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
PUBLICCORRIDOR
400-1
ELEVATORLOBBY400-5
ELEVATOR400-4
STAIRWELL 1400-2
STAIRWELL 2400-3
EXTERIORROOF TERRACE
400-7
29'-2
"29'-2
"
60'-4
"
26'-3"
26'-11" 19'-7" 45'-2"
43'-10"
91'-8"
29'-2
"29'-2
"
60'-4
"5'-0" 5'-1 1/2"
5'-0
"
APARTMENT 4012 BEDROOM
1,177 SQ.FT.
APARTMENT 4021 BEDROOM760 SQ.FT.
KITCHEN201-1
DINING401-2
LIVING401-3
BATHROOM401-8
CORRIDOR401-4
COATS401-5 WALK-IN
CLOSET401-7
BEDROOM401-6
MASTERBEDROOM401-10
MASTERBATHROOM
401-12
WALK-INCLOSET401-11
APARTMENT 4031 BEDROOM760 SQ.FT.
APARTMENT 4041 BEDROOM760 SQ.FT.
WALK-INCLOSET404-7
CORRIDOR404-4
COATS404-5
KITCHEN403-1
DINING404-2
LIVING404-3
BATHROOM404-8
BEDROOM404-6
KITCHEN402-1
DINING402-2
LIVING202-3
UTILITY402-9
CORRIDOR402-4 WALK-IN
CLOSET402-7
BEDROOM202-6
BATHROOM402-8
CLOSET403-7
CORRIDOR403-4
COATS403-5
KITCHEN403-1
DINING403-2
LIVING403-3
BATHROOM403-8
BEDROOM403-6
UTILITY403-9
W.C.
LAVATORY
W/D
MICRORANGE
REFER/FRZ'R
SINK
W/D
TUB/SHOWER
W.C.
W.C.
LAVATORY
LAVATORY
MICRORANGE
REFER/FRZ'R
SINK
W/D
MICRORANGE
REFER/FRZ'R
SINK
TUB/SHOWER TUB/SHOWER
MICRORANGE
SINK
REFER/FRZ'R
LAVATORYW.C.
TUB/SHOWER
W/D
SHOWER
LAVATORY W.C.
UTILITY404-9
26'-8"
27'-8" 9'-0" 27'-8"
26'-0"
91'-8"
26'-0"
14'-2"13'-2"
INTERIOR PUBLICSPACE400-6
FIRE PIT
BARBEQUE
TABLE & CHAIRS TABLE & CHAIRS
TABLE & CHAIRSTABLE & CHAIRSKITCHENETTE
1'-6
"
2'-2
"
1'-1
1"
N OFROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-8
FOURTH FLOOR PLAN SCALE: 1/4" = 1'-0"
FOURTH FLOOR PLAN
1/4"=1'-0"
10.7.19
RSF
R.CIRM
2018.052
A-8
8 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
10'-6
"47'-1
0"
60'-4
"
27'-0" 19'-4" 45'-0"
91'-4"
60'-4
"
54'-6" 9'-8" 27'-2"
91'-4"
EPDM ROOFING
EPDM ROOFINGELEVATOR SHAFT
EPDM ROOFING
ROOF TERRACE BELOW
LINE OF WALL BELOW
ROOFACCESSHATCH
1'-1
1"
NOF
ROGER CIRMINIELLO, RANJ. LIC. AI 13355
COPYRIGHT C 2018 COZZARELLI CIRMINIELLO ARCHITECTS, LLC. ALL RIGHTS RESERVED.THE COPYING OR REUSE OF THIS DOCUMENT, OR PORTIONS THEREOF, FOR OTHER THANORIGINAL PROJECT OR THE PURPOSE ORIGINALLY INTENDED, WITHOUT WRITTEN PERMISSIONOF COZZARELLI CIRMINIELLO ARCHITECTS, LLC IS PROHIBITED.
DRAWING TITLE :
SHEET :
PROJECT NO :SEAL :
CHECKED BY :
DRAWN BY :
DATE :
SCALE :ROBERT COZZARELLI, AIA, PPNJ. LIC. AI 09548/ LIO3529
ZONING INFORMATION:
REVISIONS :
CONSULTANTS :
OWNER :
187 WASHINGTON AVENUENUTLEY, NEW JERSEY 07110
PHONE : (973) 667-0777
NEW MIXED USE:
WASHINGTON AVE.
450-452 WASHINGTON AVE.BELLEVILLE, NJ 07109
450-452 WASHINGTON ASSOCIATES, LP
450 WASHINGTON AVE
BELLEVILLE, NJ. 07109
CONSULTANT
ADDRESS
ADDRESS
COZZARELLI, CIRMINIELLO ARCHITECTS, LLCCERTIFICATE OF AUTHORIZATION #21AC00035900
1A-9
ROOF PLAN SCALE: 1/4" = 1'-0"
ROOF PLAN
1/4"=1'-0"
5.16.19
RSF
R.CIRM
2018.052
A-9
9 9
03.03.20 AS PER MUNICIPAL REVIEW REQUEST04.15.20 ZONING SUBMISSION
